JPH11181767A - End metal fitting of steel pipe pile - Google Patents

End metal fitting of steel pipe pile

Info

Publication number
JPH11181767A
JPH11181767A JP9355401A JP35540197A JPH11181767A JP H11181767 A JPH11181767 A JP H11181767A JP 9355401 A JP9355401 A JP 9355401A JP 35540197 A JP35540197 A JP 35540197A JP H11181767 A JPH11181767 A JP H11181767A
Authority
JP
Japan
Prior art keywords
steel pipe
pipe pile
tip
short
pile
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP9355401A
Other languages
Japanese (ja)
Inventor
Yasuyuki Nasu
康之 那須
Yuji Hamaguchi
雄二 浜口
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui House Ltd
Original Assignee
Sekisui House Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sekisui House Ltd filed Critical Sekisui House Ltd
Priority to JP9355401A priority Critical patent/JPH11181767A/en
Publication of JPH11181767A publication Critical patent/JPH11181767A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide an end metal fitting of a steel pipe pile which allows the steel pipe pile to easily penetrate the ground, while increasing the force to support the steel pipe pile which has penetrated the ground. SOLUTION: The short pipe 11 of an end metal fitting 1 connected to the end of a steel pipe pile 2 is equal to the steel pipe pile 2 in diameter, and one or plural excavating claws 13 projected downward from the lower end face of the short pipe 11 and projected outward from the outer periphery of the lower end are provided at least on the lower end of the short pipe 11. A middle partition plate 12 is provided in almost the middle of the inside of the short pipe 11 along the vertical direction, and one or several turns of spiral wings 14 with lower ends starting from a position almost outside the middle partition plate 12 are projected from the outer peripheral surface of the short pipe 11.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、建物用の地盤中に
貫入して建物を支持する鋼管杭の先端金具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a metal fitting for a steel pipe pile which penetrates into the ground for a building and supports the building.

【0002】[0002]

【従来の技術】従来、特開昭59−109616号の鋼
管杭が知られている。
2. Description of the Related Art Conventionally, a steel pipe pile disclosed in JP-A-59-109616 is known.

【0003】この従来例発明は、鋼管杭の杭本体の下端
に掘削刃を突設すると共に、該下端から所要距離隔てた
上方位置の外周面に、一巻き又は数巻きにわたり螺旋翼
を突設した鋼管杭である。
In this prior art invention, an excavating blade is protruded from a lower end of a pile body of a steel pipe pile, and a spiral blade is protruded from an outer peripheral surface at a predetermined distance from the lower end over one or several turns. Steel pipe pile.

【0004】[0004]

【発明が解決しようとする課題】しかし、この従来例発
明の鋼管杭は、杭本体の下端に底板が設けられている。
このため、最初の貫入性がよくないという問題があっ
た。こういう問題を解決するため、底板を環状に形成
し,杭本体内への通孔を形成し,掘削刃により掘られた
土砂が貫入にともないこの通孔から杭本体内へ逃入する
ことができるようになされ、杭本体の貫入性を良好にな
す工夫がこの従来例発明の鋼管杭でなされている。しか
し、このように土砂が杭本体内に逃入することができる
ようになすと、貫入性はよくなるが、支持力が低下する
問題があった。
However, in the steel pipe pile according to the prior art, a bottom plate is provided at the lower end of the pile main body.
For this reason, there was a problem that initial penetration was not good. In order to solve such problems, the bottom plate is formed in an annular shape, a through hole is formed in the pile body, and the earth and sand dug by the excavating blade can escape into the pile body through this through hole as it penetrates. In order to improve the penetration of the pile body, the steel pipe pile according to the prior art has been devised. However, if the earth and sand can escape into the pile main body in this way, there is a problem that the penetrability is improved, but the supporting force is reduced.

【0005】本発明の鋼管杭の先端金具は、従来例発明
の鋼管杭が有する上記の問題点を解決することを目的と
する。
An object of the present invention is to solve the above-mentioned problems of the conventional steel pipe pile.

【0006】[0006]

【課題を解決するための手段】本発明の鋼管杭の先端金
具は、鋼管杭の先端に連結する短管からなるものであっ
て、この短管は鋼管杭と同径となされ、この短管の下端
外周に下端面より下方へ突出するとともに下端外周より
も外方へ突出した一または複数個の掘削爪を設け、短管
内の上下方向のほぼ中程に中仕切り板を設け、短管の外
周面には下端が前記した中仕切り板のほぼ外位置からは
じまる一巻きまたは数巻きの螺旋翼を突設したものであ
る。
The tip fitting of the steel pipe pile according to the present invention comprises a short pipe connected to the tip of the steel pipe pile, and the short pipe has the same diameter as the steel pipe pile. One or a plurality of excavating claws projecting downward from the lower end surface and projecting outward from the lower end outer surface are provided on the lower end outer periphery of the short tube, and a partition plate is provided substantially in the middle of the short tube in the vertical direction, and the short tube is provided. The outer peripheral surface is provided with one or several turns of a spiral wing whose lower end starts from a position substantially outside the above-mentioned partition plate.

【0007】[0007]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0008】図1は、鋼管杭の先端金具を鋼管杭の先端
に溶接によって連結した一部破断側面図である。
FIG. 1 is a partially broken side view in which a metal fitting of a steel pipe pile is connected to a tip of the steel pipe pile by welding.

【0009】本発明の鋼管杭の先端金具1は、鋼管杭2
の先端に取り付ける短管11からなる。この短管11は
鋼管杭2と同径となされている。短管11の下端外周に
は少くとも、下端面より下方へ突出するとともに下端外
周よりも外方へ突出した一または複数個の掘削爪13を
設けている。短管11の下端にはこの掘削爪13に加え
て掘削刃を設けていてもよい。もしくは、掘削爪13に
替えて掘削刃のみを設けていてもよい。また、短管11
内には上下方向のほぼ中程に中仕切り板12を設けると
ともに、短管11の外周面には下端14aがこの仕切り
板12のほぼ外位置からはじまる一巻き又は数巻きの螺
旋翼14を突設してなる。このように形成した先端金具
1は鋼管杭2の先端に取り付ける。この取付手段は溶接
3である。短管11の上端外周縁は面取り15がなさ
れ、同じく鋼管杭2の先端外周縁も面取り21がなされ
ている。これら面取り同士間を溶接3することにより先
端金具1が鋼管杭2の先端に取り付けられるのである。
The tip 1 of the steel pipe pile according to the present invention comprises a steel pipe pile 2.
Consists of a short pipe 11 attached to the tip of the. The short pipe 11 has the same diameter as the steel pipe pile 2. At least one or a plurality of excavation claws 13 projecting downward from the lower end surface and projecting outward from the lower end outer periphery are provided on the outer periphery of the lower end of the short pipe 11. An excavation blade may be provided at the lower end of the short pipe 11 in addition to the excavation claw 13. Alternatively, only the excavation blade 13 may be provided instead of the excavation claw 13. In addition, short pipe 11
A partition plate 12 is provided substantially in the middle in the vertical direction, and a lower end 14a projects from the outer peripheral surface of the short tube 11 with one or several turns of the spiral wing 14 starting from a position almost outside the partition plate 12. I will set it up. The tip fitting 1 thus formed is attached to the tip of the steel pipe pile 2. This attachment means is welding 3. The outer peripheral edge of the upper end of the short pipe 11 is chamfered 15, and the outer peripheral edge of the tip of the steel pipe pile 2 is also chamfered 21. By welding 3 between these chamfers, the tip fitting 1 is attached to the tip of the steel pipe pile 2.

【0010】図2と図3は先端金具1を鋼管杭2に連結
する他の実施の形態を示す要部断面図である。
FIGS. 2 and 3 are cross-sectional views of a main part showing another embodiment in which the tip fitting 1 is connected to the steel pipe pile 2. FIG.

【0011】図2に示す実施の形態は、鋼管杭2の先端
に連結する先端金具1の短管11とこの鋼管杭2の連結
部内に、短管11の上端部と鋼管杭2の先端に渡る連結
用内筒体4をはめ入れる。この連結用内筒体4と短管1
1の上端部及び鋼管杭2の先端部にそれぞれボルト5を
貫通させ、この貫通突出したボルト5の先端にナット6
をねじ入れて締め付ける。このナット6の締め付けによ
り、先端金具1を鋼管杭2の先端に連結する。
In the embodiment shown in FIG. 2, the short pipe 11 of the tip fitting 1 connected to the tip of the steel pipe pile 2 and the upper end of the short pipe 11 and the tip of the steel pipe pile 2 The connecting inner cylinder 4 to be crossed is fitted. The connecting inner cylinder 4 and the short pipe 1
A bolt 5 is passed through the upper end of the bolt 1 and the tip of the steel pipe pile 2 respectively.
Screw in and tighten. By tightening the nut 6, the tip fitting 1 is connected to the tip of the steel pipe pile 2.

【0012】この場合、先端金具1の短管11の上端部
と鋼管杭2の先端は溶接3により連結されていてもよ
い。つまり、溶接3の連結と連結用内筒体4、ボルト
5、ナット6を介しての連結とを併用してもよいのであ
る。
In this case, the upper end of the short pipe 11 of the tip fitting 1 and the tip of the steel pipe pile 2 may be connected by welding 3. That is, the connection of the welding 3 and the connection via the connection inner cylinder 4, the bolt 5, and the nut 6 may be used together.

【0013】図3に示す実施の形態は、鋼管杭2の先端
に連結する先端金具1の短管11とこの鋼管杭2の連結
部外周に、短管11の上端部と鋼管杭2の先端に渡る連
結用外筒体41をはめ入れる。この連結用外筒体41と
短管11の上端部及び鋼管杭2の先端部にそれぞれボル
ト5を貫通させ、この貫通突出したボルト5の先端にナ
ット6をねじ入れて締め付ける。このナット6の締め付
けにより、先端金具1を鋼管杭2の先端に連結する。
FIG. 3 shows an embodiment in which the short pipe 11 of the tip fitting 1 connected to the tip of the steel pipe pile 2 and the upper end of the short pipe 11 and the tip of the steel pipe pile 2 Of the outer cylinder 41 for connection. Bolts 5 are passed through the upper end of the connecting outer cylinder 41, the upper end of the short pipe 11, and the tip of the steel pipe pile 2, respectively, and a nut 6 is screwed into the tip of the bolt 5 protruding and tightened. By tightening the nut 6, the tip fitting 1 is connected to the tip of the steel pipe pile 2.

【0014】この場合、先端金具1の短管11の上端部
と鋼管杭2の先端は溶接3により連結されていてもよ
い。つまり、溶接3の連結と連結用外筒体41、ボルト
5、ナット6を介しての連結とを併用してもよいのであ
る。
In this case, the upper end of the short pipe 11 of the tip fitting 1 and the tip of the steel pipe pile 2 may be connected by welding 3. That is, the connection of the weld 3 and the connection via the connection outer cylinder 41, the bolt 5, and the nut 6 may be used together.

【0015】このように、先端金具1を取付けた鋼管杭
2は、図示しない回転装置を用いて地中に回転圧入され
る。鋼管杭2を地中に回転圧入するに際して、鋼管杭2
を地面に立てると、鋼管杭2等の荷重により先端金具1
のほぼ下半部が地中に貫入される。つまり、先端金具1
は短管11の下端開口から中仕切り板12までの間は中
空であるため、先端金具1の下半部は容易に地中に貫入
できる。中仕切り板12に空気抜き用の孔12aを形成
しておくと、この貫入はより容易である。
As described above, the steel pipe pile 2 to which the tip fitting 1 is attached is rotationally pressed into the ground using a rotating device (not shown). When rotating the steel pipe pile 2 into the ground,
When standing on the ground, the tip fitting 1
Approximately the lower half of the is penetrated into the ground. That is, the tip fitting 1
Is hollow from the lower end opening of the short pipe 11 to the partition plate 12, so that the lower half of the tip fitting 1 can easily penetrate into the ground. If holes 12a for venting air are formed in the partition plate 12, this penetration is easier.

【0016】[0016]

【発明の効果】短管の下端開口から中仕切り板までの間
は中空であるため、鋼管杭を地面に立てると先端金具は
容易に地中に貫入できる。このようにまず先端金具を地
中に貫入させると、鋼管杭を回転圧入させるための準備
が完了する。つまり、貫入用の位置決めが容易にでき
る。このように準備ができると、回転装置によって鋼管
杭を地中に回転圧入させるのである。あらかじめ、先端
金具が地中に貫入しているため、この回転圧入は正確な
位置に迅速に行えるのである。また、中仕切り板がある
ため、鋼管杭の支持力は大となる。
Since the space from the lower end opening of the short pipe to the middle partition plate is hollow, the tip fitting can easily penetrate the ground when the steel pipe pile is set on the ground. As described above, when the tip fitting is first penetrated into the ground, preparation for rotating and press-fitting the steel pipe pile is completed. That is, positioning for penetration can be easily performed. When the preparation is completed in this way, the steel pipe pile is rotationally pressed into the ground by a rotating device. Since the tip fitting has penetrated the ground in advance, this rotary press-fitting can be quickly performed at an accurate position. In addition, the support capacity of the steel pipe pile is large due to the presence of the partition plate.

【0017】なお、短管の外周面に突設した螺旋翼の下
端は中仕切り板のほぼ外位置からはじまるため、この位
置より下方の短管の外周面には貫入のための障害物がな
く、中仕切り板までスムーズな地中ヘの貫入ができる。
Since the lower end of the spiral wing protruding from the outer peripheral surface of the short tube starts from a position almost outside the partition plate, there is no obstacle for penetration on the outer peripheral surface of the short tube below this position. , And can smoothly penetrate into the ground up to the partition plate.

【図面の簡単な説明】[Brief description of the drawings]

【図1】 本発明の鋼管杭の先端金具を鋼管杭の先端に
溶接によって連結した一部破断側面図である。
FIG. 1 is a partially broken side view in which a tip fitting of a steel pipe pile of the present invention is connected to a tip of a steel pipe pile by welding.

【図2】 本発明の鋼管杭の先端金具の他の実施の形態
を示す要部断面図である。
FIG. 2 is a cross-sectional view of a main part showing another embodiment of a metal fitting for a steel pipe pile according to the present invention.

【図3】 本発明の鋼管杭の先端金具の他の実施の形態
を示す要部断面図である。
FIG. 3 is a cross-sectional view of a main part showing another embodiment of a tip fitting of a steel pipe pile according to the present invention.

【符号の説明】[Explanation of symbols]

1 先端金具 11 短管 11a 下端開口 12 中仕切り板 12a 空気抜き用の孔 13 掘削爪 14 螺旋翼 2 鋼管杭 3 溶接 4 連結用内筒体 41 連結用外筒体 5 ボルト 6 ナット DESCRIPTION OF SYMBOLS 1 Tip metal fitting 11 Short pipe 11a Lower end opening 12 Middle partition plate 12a Air vent hole 13 Drilling claw 14 Spiral wing 2 Steel pipe pile 3 Welding 4 Connection inner cylinder 41 Connection outer cylinder 5 Bolt 6 Nut

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 鋼管杭の先端に連結する短管状の先端金
具であって、先端金具の短管は鋼管杭と同径となされ、
この短管の下端には少くとも、下端面より下方へ突出す
るとともに下端外周よりも外方へ突出した一または複数
個の掘削爪を設け、短管内の上下方向のほぼ中程に中仕
切り板を設け、短管の外周面には下端が前記した中仕切
り板のほぼ外位置からはじまる一巻きまたは数巻きの螺
旋翼を突設したことを特徴とする鋼管杭の先端金具。
1. A short-pipe end fitting connected to a tip of a steel pipe pile, wherein the short pipe of the tip fitting has the same diameter as the steel pipe pile,
At least one excavating claw is provided at the lower end of the short pipe so as to protrude downward from the lower end face and protrude outward from the outer periphery of the lower end. A metal pipe pile tip, characterized in that one or several spiral wings whose lower end starts from a position substantially outside the above-mentioned partition plate project from the outer peripheral surface of the short pipe.
JP9355401A 1997-12-24 1997-12-24 End metal fitting of steel pipe pile Pending JPH11181767A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9355401A JPH11181767A (en) 1997-12-24 1997-12-24 End metal fitting of steel pipe pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9355401A JPH11181767A (en) 1997-12-24 1997-12-24 End metal fitting of steel pipe pile

Publications (1)

Publication Number Publication Date
JPH11181767A true JPH11181767A (en) 1999-07-06

Family

ID=18443733

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9355401A Pending JPH11181767A (en) 1997-12-24 1997-12-24 End metal fitting of steel pipe pile

Country Status (1)

Country Link
JP (1) JPH11181767A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002348861A (en) * 2001-05-28 2002-12-04 Daiwa House Ind Co Ltd Steel component for steel pile
JP2003247792A (en) * 2001-12-18 2003-09-05 Nippon Steel Corp Underground temperature stratified heat accumulating water tank using rotary pressure insertion steel pipe pile or rotary pressure insertion steel pipe-made water tank
JP2004233031A (en) * 2002-12-05 2004-08-19 Nippon Steel Corp Underground heat exchanger by hollow tubular body embedded by rotating press-fitting method, and highly efficient energy system using the same
JP2009103442A (en) * 2001-12-18 2009-05-14 Nippon Steel Corp Underground temperature stratified heat storage water tank
JP2014206027A (en) * 2013-04-16 2014-10-30 株式会社 Gtスパイラル Foundation pile and support foundation body
JP2020002682A (en) * 2018-06-29 2020-01-09 株式会社シグマベース Pile-shaped ground reinforcement body for rotary press-in construction method, and intermediate reinforcement body used for the same

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08226124A (en) * 1995-02-21 1996-09-03 Nippon Steel Corp Steel pipe pile and burial method therefor
JPH09100532A (en) * 1996-07-30 1997-04-15 Chiyoda Shoji Kk Bearing pile and tip member for bearing pile

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08226124A (en) * 1995-02-21 1996-09-03 Nippon Steel Corp Steel pipe pile and burial method therefor
JPH09100532A (en) * 1996-07-30 1997-04-15 Chiyoda Shoji Kk Bearing pile and tip member for bearing pile

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002348861A (en) * 2001-05-28 2002-12-04 Daiwa House Ind Co Ltd Steel component for steel pile
JP2003247792A (en) * 2001-12-18 2003-09-05 Nippon Steel Corp Underground temperature stratified heat accumulating water tank using rotary pressure insertion steel pipe pile or rotary pressure insertion steel pipe-made water tank
JP2009103442A (en) * 2001-12-18 2009-05-14 Nippon Steel Corp Underground temperature stratified heat storage water tank
JP2009103441A (en) * 2001-12-18 2009-05-14 Nippon Steel Corp Underground temperature stratified heat storage water tank
JP2004233031A (en) * 2002-12-05 2004-08-19 Nippon Steel Corp Underground heat exchanger by hollow tubular body embedded by rotating press-fitting method, and highly efficient energy system using the same
JP2014206027A (en) * 2013-04-16 2014-10-30 株式会社 Gtスパイラル Foundation pile and support foundation body
JP2020002682A (en) * 2018-06-29 2020-01-09 株式会社シグマベース Pile-shaped ground reinforcement body for rotary press-in construction method, and intermediate reinforcement body used for the same

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